Find the maximum punching shear stress (MPa) due to the axial load only.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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8. A rectangular footing 2.5m wide along the x-axis and 3m long parallel to the y-axis supports a concentrically located column 0.6m x 0.6m in area.

Given: Footing ultimate loads Axial load, Pu = 1540kN Moment about the y-axis, My = 190kN∙m Effective depth of footing = 350mm Concrete f’c = 21MPa Steel, Fy = 275MPa

a. Find the maximum punching shear stress (MPa) due to the axial load only.
b. What is maximum wide beam shear stress (MPa) due to the given footing loads?
c. How much additional moment (kN∙m) can the footing carry without causing uplift of the footing? 

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